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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 2 Business,& PimfeSS161Wr o ^�A (Zpr BCIS Home i Log In User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications Contact Us �'BCIS Site Map Unks Search'I 11� Product Approval \F` USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail i FL# FL28390 Application Type New Code Version 2017 Application Status Approved Comments Archived ❑ Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Frank Bennardo frank@engineeringexpress.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Frank L.Bernardo the Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL28390 RO COI Indeo.odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2014 TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqujObYx6FhH79... 9/4/2019 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/18/2018 Date Validated 12/17/2018 Date Pending FBC Approval 12/19/2018 Date Approved 02/19/2019 Summary of Products FL# Model,Number or Name Description 28390.1 2"Clear Bertha Storm Panel 2"Clear Bertha Storm Panel(HVHZ and Non-HVHZ) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL28390 RO II Dwo l.Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bennardo PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:See Installation instructions for limitations FL28390 RO AE Evall.Ddf Created by Independent Third Party:Yes 28390.2 2"Clear Bertha Storm Panel- 2"Clear Bertha Storm Panel(HVHZ and Non-HVHZ)- SIMPLIFIED EDITION SIMPLIFIED EDITION Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL28390 RO II Dwo2.Ddf Approved for use outside HVHZ:Yes Verified By:Frank L.Bernardo PE0046549 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+60/-60 Evaluation Reports Other:See Installation instructions for limitations and access FL28390 RO AE Eval2.od to simplified edition I Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovrloht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here_. Product Approval Accepts: ® � `Crddit,Card I Safe http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDquj ObYx6FhH79... 9/4/2019 i Opening Anchor Wall Shutter Shutter Shutter Storm Bars VERT/ Storm panel Unit No. pressure Size Width Height Span Req'd Spacing HORIZ Bolted Y/N W x H Top Bottom 1 -36.3 24"x 24" 26.375" 32" 32" N/A 12"ox. VERT N 12"O.C. aS Seals ASCE 7-10 Design Wind Loads Wind speed v= 160 mph Exposure'C' . For Wall Com onents &CladdingASD Load Combination Coefficient: 0.6 easysea s.com Wind Pressures[psf]for use with Allowable Stress Design KZt- 1.0 Kd- 0.85 Enclosed Bldg GCpi- o.ls Tributary area at least_. Tributary arca at least... Tributary area at least Tributary area at least Tributary area at least Tributary area at least Tributary area at least Tributary area at least Mean 10 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft 35 sq ft 40 sq ft 50 sq ft Roof Zone 4 Zone S Zone 4 Zone S Zone 4 Zone 5 Zone 4 Zone S Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Height Corner 1S ft .33.5 -36.3 1•33.5-44.8 +32.6 -35.4 +32.6 43.1 ♦32.0:-34.8 +32.0i41.8 +31.Si-34.3 +3LS:40.8 +31.11-33.9 •31.1 40.0 •30.8'•33.6 +30.8.-39.4 +30.5 -33.3 •30.5:-38.8 •30.0--32.8 •30.0-37.8 16 ft •3 . -d .8 •33.9 45.4 +33.0 -35.9 •33.0 -43.7 •32.4 -35.3 +32.4;-42.4 +31.9:-34.8 +3L9°41.4 ♦31.5:-34.4 +31.5 40.6 +31.2 -34.1 +31.2 -39.9 +30.9 -33.8 •30.9 -39.3 +30.4 -33.3 +30.4 -38.3 17 ft +34.4 -37.3 +34.4 46.0 •33.5:-36.4 +33.5 44.2 ♦32.81-3S.7 +32.8142.9 +32.3;-35.2 +32.3.41.9 +31.91-34.8 •31.9 41.1 -31.61-34.5 •31.6 40.4 .31.3:-34.2 +31.3 .39.8 •30.8-33.7 +30.8:-38.8 18 ft +34.8 -37.7 +34.8 -46.6 •33.9:-36.8 •33.9 -44,7 +33.2 -36.2 +33.2 43.4 +32.7.-35.7 +32.7-42.4 +32.3-35.3 •32.3 41.6 +32.0-34.9 +32.0 40.9 •31.7 -34.6 +31.7 -40.3 •31.2 -34.1 +31.2 -39.3 20 ft +35.6-38.6 •35.6 47.6 -34.6-37.6 +34.645.8 +34.0:-37.0 +34.0;44.4 ♦33.5:-36.5 +33.5:43.4 +33.01-36.0 •33.0 172.5 +32.7!-35.7 •32.7 -41.8 +32.4'-35.4 +32.4 -41.2 +31.8:-34.9 •31.8 40.2 22 ft •36.3 -39.4 +36.3-48.6 +35.3'•38.4 +35.3 46.7 +34.7.-37.7 •34.7 45.3 +34.1:-37.2 +34.1.44.3 +33.7:-36.8 •33.7 43.4 +33.3-36.4 •33.3 -42.7 .33.0-36.1 .33.0°42.1 +32.5:-35.6 +32.S 41.0 24 ft +37.0-40.1 +37.0•49.5 •36.0:-39.1 +36.0'.47.5 +35.3-38.4 +35.3 -46.2 +34.8.-37.9 +34.8 4S.1 +34.3'-37.S +34.3 44.2 +34.0;-37.1 +34.0 43.5 +33.6 -36.8 •33.6-42.8 •33.1-36.2 +33.1 -41.8 25 ft +37.3 40.4 •37.3 49.9 •36.3:-39.5 •36.3?-48.0 •35.6-38.8 +3S.6 46.6 +3S.1.-38.2 •35.1'.-4S.5 +34.6-37.8 +34,6 44.6 .34.2:•37.4 •34.2.43.8 •33.9 -37.1 1 •33.9 43.2 •33.4 -36.S +33.4.42.1 26ft •37.6 40.8 •37.6-50.3 +36.6:-39.8 .36.6!48,4 +35.9-39.1 +3S.9 46.9 +35,4.-38.S +35.4:45.9 +34.9°-38.1 •34.9 45.0 •34.5 -37.7 +34.5'44.2 +34.2 -37.4 +34.2 43.6 .33.7 -36.8 •33.7 42.5 28 h I •38.2 41.4 •38.2 -S: 1 -372 .40.4 •37.2 -49 1 •36 5 -39 7 •36.5 47.7 •3S.9 •39 1 -3S9 -46.6 •3S.S •38.7 •35 5 4S.7 •35.1 -38.3 •35.1 •44.9 •34.7 -38.0 •34.7 44.2 •34.2 -37.4 •34.2 43.1 30ft •38.742.0 .38.7:-51.9 •37.741.0 +37.7149.8 +37.0 40.3 .37.0 48.4 +36.4.39.7 -36A.47.3 +36.0.-39.3 •36.0 46.3 -35.6.-38.9 •35.6 -45.6 •35.2 -38.5 •35.2 -44.9 •34.7 -38.0 •34.7 -43.8 32ft +39.3 42.6 •39.3 -S2.6 •38.2 41.6 +38.2 -50.5 •37.5 40.8 +37.5 -49.0 +36.9 40.3 +36.9 47.9 •36.5 -39.8 •36.5 -47.0 •36.1 -39.4 •36.1 46.2 +35.7-39.1 •35.7 45.5 •35.2 -38.5 •35.2 44.4 34 ft -39.8:-43.1 •39.8••53.3 ♦38.7'42.1 +38.7:-51.2 •38.0 41.4 +38.0 49.7 +37.4 40.8 ♦37.4'48.5 +36.9 40.3 •36.9 47.6 .36.5 -39.9 ♦36.5'46.8 +36.2:-39.6 +36.2 46.1 +35.6-39.0 •35.6 44.9 35 ft •40.0 43.4 •40.0 -53.6 •39.0 42.4 +39.0-51.5 +38.2 41.6 •38.2 -50.0 •37.6 41.0 •37.6.48.8 •37.2 40.6 •37.2 47.9 •36.8 40.2 •36.8 47.1 •36.4 -39.8 +36.4 46.4 +35.8-39.2 •35.8:45.2 36ft +40.3 43.7 440.3.-53.9 +39.2 42.6 •39.2 -51.8 •38.4 41.9 •38.4 -50.3 +37.9 41.3 +37.9-49.1 ♦37.440.8 +37.4 48.2 +37.0 40.4 +37.0 47.3 +36.6 40.0 •36.6 46.6 •36.0 -39.5 +36.0 -45.5 38 ft •40.7 44.2 •40.7 -54.5 •39.6 43.1 +39.6 -52.4 +38.9 42.3 •38.9 -50.8 •38.3 41.7 +38.3'49.7 +37.8 41.3 •37.8 48.7 •37.4 40.9 +37.4 47.9 +37.0 40.5 +37.0 47.2 +36.5 -39.9 •36.5 46.0 40 ft +41.2 44,6 .41.2 -55.1 +40.1 43.6 .40.1 -52.9 +39.3;42.8 •39.3:-51.4 +38.7 42.2 +38.7:-50.2 +38.2 41.7 +38.249.2 •37.8 41.3 +37.8 48.4 +37.4 40.9 •37.4:47.7 +36.9.40.3 +36.946.5 42 ft •41.6 45.1 +41.6 .55.7 40.5-44.0 •40.5 -53.S +39.7:43.2 •39.7 -51.9 •39.1 -42.6 •39.1 -50.7 •38.6 42.1 +38.6 49.7 +38.2 41.7 •38.248.9 +37.8 41.4 +37.8 48.2 •37.2 40.8 •37.2 47.0 44 ft +42.0:45.6 +42.0•56.2 .40.9-44.4 .40.9 -54.0 +40.1;43.7 +40.1'-S2.4 •39.5-43.1 +39.5-S1.2 +39.0 42.6 ♦39.0:-50.2 +38.6:42.1 +38.6149.4 +38.2'41.8 •38.2 48.7 +37.6 41.2 •37.6 47.4 45ft +42.2 45.8 +42.2 -56.5 -41.11:44.7 +41.1:-54.3 .40.3 43.9 +40.3•-52.7 +39.7:43.3 •39.7 -51.5 •39.2 42.8 +39.2.-50.5 +38.8;42.3 +38.8 49.6 •38.4 42.0 ♦38.4:48.9 •37.8 41.4 •37.847.7 46 ft 1 +42.4 46.0 .42.4:-56.8 +41.31:44.9 .41.3;-54.5 •40.5 44.1 +40.5-52.9 +39.9'43.5 +39.9 -51.7 •39.4 43.0 +39.4'-50.7 ♦38.942.5 +38.9'-49.9 +38.6 42.2 •38.649.1 +38.0 41.5 +38.0 47.9 48ft +42.8 46.4 +42.8°-57.3 +41.6 45.3 •41.6 -55.0 +40.8 44.S +40.8 -53.4 +40.243.8 1 •40.2 -52.2 .39.7 43.3 +39.7'-S1.2 +39.3.42.9 ♦39.3 -50.3 -38.9.-42.5 •38.9 49.6 +38.3.41.9 •38.3 48.3 so ft +43.1.46.8 .43.1'-57.8 +42.0 45.7 +42.0 -55.5 •41.2 44.9 +41.2 -53.9 .40.6:44.2 +40.6 -52.6 .40.1.-43.7 +40.1 -SL6 +39.6 43.3 +39.6-50.7 1 •39.3:42.9 •39.3 -50.0 +38.6 42.3 •38.6 48.7 52 ft +43.5 47.2 •43.5 .58.2 42.3 46.0 •42.3 -S5.9 .41.5 45.2 •41.5 -54.3 +40.9 -44,6 •40.9 -53.1 .40.444.1 .40.4 -52.0 •40.0 43.6 .40.0-51.2 +39.6-43.3 .39.6 -50.4 •38.9 42.6 +38.9 49.1 54 ft +43.8:47.6 +43.8'-58.7 +42.7:46.4 •42.7 -56.4 +41.9 45.6 +41.9 •54.8 +41.2:44.9 .41.2 -53.5 +40.7:44.4 +40.7;-52.4 +40.3 44.0 +40.3.-51.6 +39.9:43.6 +39.9!-50.8 +39.3 43.0 +39.3 49.S 55 h •44.0 47.7 +44.0 -58.9 •42.9 46.6 •42.9 -56.6 +42.0 45.8 +42.0-55.0 .41.4 45.1 +41.4 .53.7 •40.9 44.6 +40.9-52.6 •40.4 44.2 +40.4 -51.8 +40.0 43.8 .40.0-51.0 .39.4 -43.1 +39.4 49.7 56 h +44.2 47.9 +44.2 -59.2 .43.0:46.8 •43.0-S6.8 +42.2'4S.9 .42.2 .55.2 •41.5 -45.3 +41.5 -53.9 +x1.0:44,8 +41.0-52.8 1 +40.6 44.3 .40.6=-S2.0 .40.2 43.9 +40.2 -51.2 +39.6'43.3 •39.6 49.9 S8 ft +44.5 48.3 +44.5 •59.6 +43.3:47.1 +43.3 -57.2 +42.S 46.3 +42.5 -55.6 •41.9 45.6 .41.9,-54.3 +41.3:-45.1 +41.3 -53.2 •40.9 44.7 +40.9 -52.3 •40.5 -44.3 +40.5 -51.6 +39.9,43.6 +39.9'-50.3 60 ft •44.8 48.6 +44.8-60.0 +43.647.4 •43.6-57.7 .42.8 46.6 +42.8-56.0 +42.2 46.0 +42.2 -54.7 +41.6.45.4 .41.6 -53.6 •41.2 45.0 1 •41.2:-52.7 11 •40.8 -44.6 1 .40.8--51.9 .40.1 43.9 +40.1 -SO.6 •Design conlorn•.s to the Porida 5,3d'u+g Code 6th Ed(2017). •wind Speed noted above is 0Jnute design wind speed(3-second gust). •Zones 4&S('Lnterior'and*comer'tones,respectfve!v)aro as shown to Valid only wi ngineer's -jy •Tabs:Wted dessgn wind loads ue basad on ASCE 7.10 specifications lo. •plot(•)&m�n(•)s'gns signify preswros actingactingtoward and away Iron :ire rSghl,where the di'nensspn'a'is the r.Jn4'num of 10%of the bu:k'i'+;'s ,-i-_ signature& ai ed seal components and cladding based on design ctiter4 as wed herein. the exterior component of ciadding surface,respeclNa!y. [vast he tzo lal dvnemion cr 40%of the naso roof height.but never less •?- ta.a, •1Yhere:h?s dxumortt is used foe perm+:,sodkabC`ty of design criteria •Whard'Mean(average)Roo.Height'cannot be dve-Ined,peak too! than 3'.0'ai 4%of the leas:horizontal dimension. S' • 5 no, herein(Basi Wind Speed,Exposure Category,Risk Category,etc.) height shall be used,except that cave height tha7 be Lxd for roof angle .This specifkation is yard only for use we:h sir lures NOT located in the 1: shai.be verified by the contractor&bw5ding oNklal pric:to construction. Lessthan or actual to 10•.Round up to values shown upper one•haif of an aota:td NO,ridge or escarpment. �J Oct 24 8 •This specification may be used in con)uncllor with onglntering under •%Ynd pressures are apo'icab'o:o all building flan. •This specAcstion is valid for use with bulli:gs of any 4lsk Category. .II-(� s separate cerl,r"l ion(by this er.gL•tatr w by others)using Allowabk Sitm •Tabulated wind ptessures are vaW for all roof sbxs,no reduction for Including essential fac1L:ks and buWings or other structures that ; Design(ASD). roof sloe S 10•has boon considered. represent a substantial hazard to human We In the event of failure. - -f'�aanfloor in Christian Langl E •Rater to the above r4ted ASCE 7 standard for descriptions and •Tribe•Lary Area noted Ir.table(effec:Ne wand area)is e"I to the •Design is based on structure cWssifkatlon as Enclosed Bldg hat iseigM Fl.PE 467382 x31124 definRions of all des'gn criteria. mlremum Cl Iheigh:•w'd:hJ ar;ht x At/3J. Round down:o values shown. wart n rvann•. 2200 N federal Hwy,4200.Bou Raton,i1 33432 Copyright 02018 Easy Seals rev 10 18 DOC No.A101S.160C . :•' NSE u.eeatwm,r.E. 9 EASTERN METAL SUPPLY MAXIMUM ALLOWABLE = s e1°p� DESIGN PRESSURES: _ 1 0.1 2" CLEAR BERTHA STORM PANEL(HVHZ&NON—HVHZ) — AS NOTED IN DESIGN �'.• Of SCHEDULES SFL THE CLEAR POLYCARBONATE PANELS APPROVED ,0 IN THIS DOCUMENT MAY BE INTEGRATED WITH �i7 FSgiP ALTERNATE STEEL(ALUMINUM PANEL APPROVALS PROVIDED THE MINIMUM DESIGN NOTES: a.An°rAml3:IfNLY INSTALLATION CONDITIONS OUTLINED HEREIN WIDTH UNLIMITED POSITIVE&NEGATIVE ASD DESIGN PRESSURES FOR USE WITH THIS Ane.axutAeruau ALfO1M"T.AFRNI� ARE NOT EXCEEDED (PERP.TO PANEL SPAN) SYSTEM SHALL BE D ED ON A SITE-SPECIFIC BASIS AND arYllnHw°nolr WIDTH UNLIMITED COMPARED To LIMITING FACTORS AS STIPULATED HEREIN.THEY SHALL IIHRm11NEDm TOP MOUNT(CONN TYP BE CALCULATED IN ACCORDANCE WITH THE GOVERNING CODE ICRas�cAATpiAa'mvsalal'0r i TOP MOVNi IYP.P- TYPE AS RCQ'D) SECTIONS REQUIREMENTS&IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 i1�9Hf0®Aaf (CONN AS REQ'D) SECTIONS OF THE FLORIDA BUILDING CODE.THEY SHALL BE LESS THAN OR EQUAL ca nisauTuiaA>aAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED HEREIN FOR ANY ASSEMBLY AS SHOWN. sRccr ACCrY aArr TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD E9 c NN� PIAN VIEW CONDITIONS DICTATE.PANELS MAY BE MOUNTED VERTICALLY OR ?e w La'1 = HORIZONTALLY AS APPLICABLE aF In s II GENERAL NOTES: ui cN= y VIEW 1. THIS SPECIFICATION HAS BEEN DESIGNED AND SHALL BE FABRICATED IN Z LL w fl ACCORDANCE WITH THE RCQUIREI.ENTS OF THE FLORIDA BUILDING CODE //pp �> 0 19 SIXTH EDITION(2°17)FOR USE INSIDE AND OUTSIDE OF THE HVHZ,PER TAS y <O w uJ _ 201,202&203 AND ASTM E330,E1886&E1996 TEST PROTOCOLS. Q a w y CODE WHSHALL ICH MAY APPLY.DESTIGATE AND SIGGNMCRITERIA BEYOND TO ALL LOCAL IAS STATED W W �aD w-1 i w mQ C� 3 p HEREIN MAY REQUIRE ADDITIONAL STYE-SPECIFIC SEALED ENGINEERING. w�i g x 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE 3 = I < n DESIGN OF THIS SYSTEM. N W s x w 0 3. THE ARCHITECT/ENGINEFJI OF RECORD FOR THE PIiOIECT o w w •� lo y SUPERSTRUCTURE WITH WHICH THIS DESIGN IS USED SHALL BE RESPONSIBLE w p rn FOR THE INTEGRITY OF ALL SUPPORTING SURFACES TO THIS DESIGN WHICH y 2 I w tC a SHALL BE COORDINATED BY THE PERMITTING CONTRACTOR. I w M dd y s 4. SEPARATE'STTE-SPECIFIC SIGNED AND SEALED ENGINEERING SHALL BE j w LL RCQI N IN ORDER TO DEVUTE,INTERPOU7E,AHD EXTRAPOLATE FROM LOADS D[71ECITONS,OR SPANS CONTAINED HHIEIN.CONTACT THIS w m ENGIIER AND VISIT THE ACCOMPANYING DIGITAL.INFORMATION REFERENCE) S. THE EREIN SYSTEM DPAN ETAIALTERNATE SLED MEREM 1515 GEEtNERICC IIIDMAY DOESQNOT PROVIDE a w a! p p R0.297" INFORNATLON F00.A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM 7 p Sd u 7 THE CONDITIONS DETAILED HEREIN A LICENSLD ENGINEER OR REGISTERED Ul H S O u O� ARCHITECT SHALL PREPARE SITE SP�FlC DOCUMENTS FOR USE[N J N n CON3UNCITON WITH THIS DOMMENT. 4 O F FIELD DRILLED 6. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED w L •_ _. _.• _ - _ / DRESSURES DIVIDED BY A I.5SAFETY FACTOR. a -.. .... .... PANEL HOLES SHALL g / 7. ALL FASTENERS ro BE Y'B OR GREATER SAE GRADE 5 UNLESS NOTED 3 as o g a T. NOT EXCEED THE OTHERWISE.FASTENERS SHALL eE CADMIUM-PutED OR OTHERWISE Z MOUNTM((CONN BOTTOM MOUNT I I ,�,•, LIMITATIONS CORROSION-RESISTANT MATERIAL AND SHALL COMPLY WITH'SPECIFICATIONS ce AS REQ'D) (CONN TYPE AS � ) SHOWN IN THESE FOR ALUMINUM STRUCTURES'SECTION J3.7.2 BY THE ALUMINUM ((yuuu n Q ARCH TOP REQ D) STRAIGHT TOP \\0.578IE j DETAllS AND SHALL AS50(7ATION,INC..&ANY APPLICABLE FEDERAL,STATE,ANDIOR LOCAL v 3 GW .4 NOT HAVE ANY S. .CODESALL STORM PANELS SHALL BE CLEAR POLYCARBONATE,2.0.10°'AND O MAY BE ATTOP 4625• CRACKS/BREAKS TED HEREIN. 9. ALL ALrolI4TMINUM IXTRUS ON 51E SPECIFICATIONS�V1 6063 T6 ALUMINUM ALLOY OR N 1 TYPICAL VERTICAL MOUNT ELEVATION &BOTTOM Of PANEL Io�N�lE NOTED olEISHEREIN SHALL BE EMBEDDEDro ! 1 N.T.S. ELEVATION �� �\ MAN_CRACKED CO RECOMMENDATIONS. LL ALL CONO TE ANCHORS PER aR, r5 11. THE CONTRACTOR IS RESPONSIBLE T°INSULATE OR PROTECT ALL (84N BtlEL p6 305 MEMBERS FROM DISSIMILAR MATERIALS TO PREVENT ELCSTR.LYSIS. q �i / ) 32. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS I SHOWN ONLY.USE OFTHIS SPECIFICATION BY CONTRACTOR,eL al. 3i 99R 1.260( INDEMNIFIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES 5p O R' I INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL &• p 1 FABRICATION SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT `f \3.2 0.625 PECH IS CALLED FOR BY LOGO STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS FlAN. e MINIMUM POLYCARBONATE PANEL PROPERTIES FOR USE WITH THIS APPROVAL \ RO.9Y 10ERTTFI3. G ONS OR AEFRESS"PRONS AR HEREIN6C"-0°•A°°m°HAL Bpp SPEgFlC GRAVITY 120 G/CC ASTM 0792 MAY BE AT TOP 14. ALTHATONE ADDITIONS OR OTHER MARKINGS ro THIS DOCUMENT Jp 91 E &BOTTOM ARE T'+DT PERMmEb AxD INVALSDATE THIS CERTIFICATION. 8 TENSILE YIELD STRENGTH 8700 PST ASTM D638 15. PANES SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF(1)LABS. ¢g FIEXURALSTRENGiH ATYIEID 12500 P51 ASTM D79D OF PER PANEL,CONTAINING THE FOLLOWING INFORMATION: PANEL EASTERN METAL SUPPLY,INC wn FLEXURALMODULUS 340DDD PSI ASTM D790 �uunam®mnm.m• NOTCHED ROD 18 FT-LB/IN ASTM D256 7WASS22011.-MAS 2202"EACA AS 203 SMOKE DENSITY 7S MAX ASTM 02843 ASTM E330,ASM E"BE&ASM E3996 18-.6492 RATE OF BURNING C-1 CLASS MAX ASTM 0635 FLORIDA PRODIX:T APPROVAL NUMBER W 1M LMM NOTED SELF IGNITION 1 650 DEG.F IASTM D1929 ry EN OVERLAP m 7.576- + "1 2.008•r -1 2.DB8• U .-2D STUD 1.5 c 1. ' zyD 7.0 u•O.C. 1.003' 003 L-nrzm azx un° urn nlzx I sao Hai ,Luz: nI - w• zIn ' zx eo• z.Ias12.000•PANEL COVERAGE a� z.•ox x2pp4° z%s n nv� L°t0"Ix' •� ���`` _ zwa -==9=4 fm LL` 00.100•MILK PANEL I+/-105:T0.0L A EL) y bHEA � 31.6-HEA uw w BmUILIL BOUT'U'HEA.DER B BUI.LD NEAOw lamrn-JStoT'U•HEADER 4 'Wmm_al° ♦wu 5 S_ID AAN ♦ .uux OLE GInLLICM1IAT,RFRDR® PROVIDE IU SAE GR S �Jm OTMOOOOINeIIT aw T 0155 SMS AT 6.0.C. WMOTOA110111[D AGR '• Dae [A ARDY2DW Ex06,TYP. 12P RIO�AIRO.RTxExESM GRILL SIGII.ATIIRE OM 9EET I man OR TMS SHeLToo®xar 101asD w s. °nig s A °zm m mnrAw Ax exzvRexs nIn 1.2w asD nzm Oz°'wu zLCD T OA>' I a U6.5 um Den LVN �� ua • ux aRsw. nvv] axl AIgOaS PER amo' Dae s;'n a0sn °w° ov lEG _ zwD °� '�I1 III ilrOxna aor+�.E AN True• m m. Eo oFm c N D a e.•n DIREC77 D T" salmueSlOR ' SIw1Ee Rz z .i a FLSH MRH TxOW[S!•O.AT END 01 O wm : ID MAYBE I'%0 •°-BOLDmm-auOUT'i'TRS Uo-B@ DADS -WT'f'TRAGI( ILO� 7 •p RLYERSEO 6 "I"ANGLE 9 ATtaYm�ANGLE l WASHERS)WLGNUiyALT.BUILD-OUi OPS AMGLE,Trv. @xEYHOLE WASHER Wm .j LL C7�-uun V Jnl " SCHEDULE 2: ALLOWABLE PANEL Zw ho. l ul MINIMUM STORM PANEL SEPARATION w U`: FROM GLASS(HVHZ.WIND ZONE4& UL q �Q DQj a. 0 ESSENTIALFACIUTIES SPANS (NON-HVHZ ONLY) SPAN SCHEDULE NOTES: oLm = SCHEDULE 1: MAMMUM INsrAUA710N5 INSTALLATIONS 2'CLEAR PANELS 1. ENTER SPAN SCHEDULES WITH NEGATIVE DESIGN LOAD W CRs $W� PRESSURE ALLOWABLE LESS THAN 30' GREATER THAN 30' MINIMUM STORM PANEL SEPARATION FROM GLASS A PANEL FASTENER SPACING TO DETERMINE MAI(IMUM S w a ALLOWABLE PANEL SPAN(Lmax] ABOVE GRADE ABovE GRADE (WIND ZONE 4&ESSENTIAL FACILITIES) ALLOWABLE STORM PANEL SPAN.SCHEDULE IS ACCEPTABLE (PSF) FOR USE WITH POSITIVE(AADS LESS THAN OR EQUAL TO SPANS (HVHZ$t ,/-21 132.om losom 9.7s1n DESIGNMA)UMUNEGATIVE DESIGN LOADS. ow NON-HVHZ PRESSURE ALLOWABLE INSTALLATIONS LESS INSTALLATIONS GREATER 2. LINEAR INTERPOLATION BETWEEN LOADS Is •, +/-26 120.0In 10.00 in 9.2512 (IAF) SPAN(Lmax) THAN 30'ABOVE GRADE THAN 30'ABOVE GRADE ACCEPTABLE,O7HERW ISE USE NEXT HIGHER IAAD. /-31 108.51n 9.S0 in BSO In m 2'CIF.AR PANELS +/-36 965 In 9.002 7 in 10.25 In 7-00In GLASS SEPARATION NOTES: w m +/-01 Bos In 9.00 in 7.2512 +/-00 133.0 In 9.751n 6.2S In a o +/�6 73.0 In B.00 In 6.7512 9SO In SSG In 1. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN LOAD o u +/-51 61.0 In 7.501n 6.00 In +/-50 111.012 9.ODIn 4.7512 TO DETERMINE MINIMUM ALLOWABLE SEPARATION FROM THE UI 053 OPENING TO BE PROTECTED. J +/-56 4951n 7.00 in 5.251n +/•55 100.01n SS012 4.00 In 2. SCHEDULE IS REQUIRED FOR USE WITH POSITIVE +/-60 40.0 In 6.5012 4.7512 /o B9.0 in &OO In 3.00 In LOADS ONLY.INTERPOLATION BETWEEN LOADS IS W w -SEE SHEET 4 FOR ANCHORAGE OPTIONS - Y fiffiffll -SPANS AND SEP.FROM GLASS USIED IN THIS TABLE ARE ONLY APPLICABLE FOR 2 CONNECTION TYPES CI AND C2 ONLY. OUTSIDE OF ESSENTIAL FACILITIES IN ASTM WIND ZONES I x -'H'HEADER,•U•HEADER AND Y3•CONNECIION OPTIONS SHALL NOT BE USED THROUGH 3,THE GLASS SEPARATION SCHEDULE IS NOT J WRHTHISTABLE REQUIRED AND NO MINIMUM SEPARATION FROM THE r� ,^r -MINIMUM PANELSPAN 1536.0°.UTILIZE GLASS SEPARATION FOR 89"SPAN TIER PROTECTED OPENING IS REQUIRED. Spg w,H�D FOR SPANS LESSTHAN SHOWN IN TABLE O HAOORE BOLOn T eamDn WA9IER�WWOnR• MDnDLv N.or_TTP. _ 1 0.25"MAX a mGA GAW.sTEaeezr 0.25• NOSTDEW/IOIETE ■LL D W�6}T6RAWl ANG MA7C.� �///,I I Y FRIIMDIGm OVERLAP OF WALL B� 60C 88 l'N�M tYnmOM• Be 1.SII g a 78S xo001RADmdG DISTAflLnOw llmnaur & B WALL MOUNT aDSUNE OETAR DSTAN�,TYP. � OVERLAP 'L N.rs. 4"MAX A maxEa CLOSURE DETAIL 0.25'MAX. D■ BOSTInG BAr WDIOOW HOLLOW BLOCK R0 BUILD-OUT oR wooD NO=HC lolmt ■ p6•i wood DnADm>c. 3.820'-1 DISTANCE sC10 EME, see ' 1.000• 0.25'MAX. S OVERLAP AWN.Ansae(sEE DETA0. mnnmR eAaaexurn mwm• +ABDve) 1.000' w-n sIDLwAu aR FASTT3EIt o LM ac FDR DESTao 18-6492 MAO@Eeare 1.500• LOA03lES5 TWIM OIiEWALT06O WA9IERED WTHGNM O N' PSY EMBED STEEL 0.G T19. MLN. 1.000' E105f0G CONCRETE FASTFNHi Ia•0.C.opl DESTGN l0.•DSL$STWDD OR 11 SC�1 NT wLESS TIDIED HOLLOW DIOL%OA WOOD WUALTO60 PSP eertv reaz,rx 4'MAX. EMBED PRuaHc.sEeAnogR .I2STE OR 6AWDL SOtmLAe MSLD Ox Tree BVODOUf MOUNT CLOSURE DETAL ANGLE n CORNER 1 DETAIL /1 TRAP MWNT CLOSLIRI DETAH. OF SIRUCTUAE E N.T.S. 1.500 S N.TS. MIN. 'y PANEL CONNECTION OPTIONS PEN ON OR W000 FRANINQ S®ANCHOR CONNMTON n•PE \\11111111 LBEId1AP00.P.F. PENETMnON SCHED�®ON T1'PB OP S1RUCfmE \ 'O0.EMBED. ODN!lGTIOM TTP! 00.EMBE0. C2 OHF®IIHE AOR NA%" `\\\ ••� E REFERENCZANOIDR O1 S' TE FCR MAx. :2;• \' C2 swACINelr, _ �0.400, = NoPE00y4 ELMS. .uo• 5 0.2r — �n i��•..��. I.Tem IRRroPA occnAur �.,SSION sN.uRHYNW Fouur..amen ffff111i1 WNa��®QNi � � AAo eut[D.ntxea is rro EOSIIIIG FMSTTNO I �� � 1Np�6DN is16'Eit ELLDD� cu oDQ\ GLASS qW GUHAI EMr & I.G.EPARATION H UI HC MIN.GLASS SEPARATION PSRSCHEDUIE MIN.GLASS S�11RATI N 'y TUSCIEDUIE PER SCHEDULE Z •" 8A • � m N Ff Lu zI o>� s i ('� �Sy2w ug co.soD• Z� Oy 0 z 5 .wo• ��P�,ws+D'' 111 WW �D EMSlD. iR FAs1EN[R•) V ZE ElHOLLO MOR}[NTAIDW WGIBED. Y'90 AY'S.S.STUD OOSiIlIG00liT�fB a NOUDW BlDO(OR WF•PANaiASTENER'1SP/mJ0 FRAMING FS@ 'D C HOODFRAMO6SEE Ai 12'nG ANCO0.0'STRU STRUCTURE ANCiOH SC{13)I1HE PH8IEN�ANCMOR ARCORSOH®.BASED ON THE65TRVCIVM BISD OUCIVIOP �+ 50®IRE fo0.IIAR. a TrPE of sTRIATVRe mMerecT'ox TTPE srnuCrwq CZ svAmle p FF WALL M RggIg ANppR ALT.WALL(Top OR SECTION M TTTS (TOP O0.BOTTOM) ^9 SSOf®UtE Fqt wJG Nr5 BOIED-0Oi NOUNT (TOPORBOTr bpi (Top BOTTOM) �NiS (TOP 00.80TTOM) J .WTd RH Q tl a V Q a � � E)oSTDIG eOUDW B100(ORYA00 FRAe@O.SH rO1 ? ANCHOR 5CIED.BASED ON THE OF MUCOIRE. mSMMGCOMCRm miID 6HB o m wom FTHAMOIG SEe � ��^ 4z m m ANGOR 50®.BASID fEh aN TrPe or sTRucnHRe HanNECTIw TYIE 3 1`,� m o REiEP81�ANDOR �1�I H yj� �'a Q �/ m11NECNW TR 1�U p SCHEDULE FOR M" " a C3 SCHEDULE FOR MA6 E D25- SPACINGwwwe EMBED yy CC k Y•-xoA v. EMKO o.25' `F ■� MAX G$ Y { GLASS OOR PASTFICP� b Q MAA GLASS OR Ri & DOOR MIN.:ASS SEpARAnOx I 18-6492 • .00STD1G ODeATIETE. MUD. O NECTIONTITE PER SCMEOULE HOLLOW BIDOS ON AxHDOR SCALr-NTS UMLESB NC T HOOD RIASO'1G.SQ SCHEDIAE FOR MAR. �• ANDOR SCHED.BASED C SPACING AIT.CEIIINGIFLOOR MOUNT SECTION y SONTVEOF TAIATIPE. O0.BOTTON) E N CERINWFLOOR MOUNTSECTION ' crop NR (TOP OR BOTTOM) < I I .. \\\\11]11111 ANCHOR SPACING (FOR SCHEDULE 1 - HVHZ &NON-HVHZ): 2'CLEAR PANELS N'• :�C EDGE DISTANCES AS NOTED EDGE DISTANCES AS NOTED rCi Spans UP To 3'-4"(40`1 Spans UO To T-0'•(840) Spans U To 11'-0" 132' * " W S LOAD CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE F �� rj Spans UD To 3'4"(401) Spans UD To 7'-0"(84') Spans To Il'-0" 132' ANCHOR (psf) �i �� CONNECTION TYPE CONNECTION TYPE CONNECION TYPE C1 C2 tl C1 C2 tl CI C2 tl ANCHOR (Ds1I 1/4'ITW TAPODN WITH 1-3/8*THREAD 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" ILO" 32.0" 10.0" \ x CS C2 tl 2. C2 tl 2. 2. tl PEN.AND 3/4'MW.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" 1/4'ITWTAPCON WITH 1-3/4'EMBED AND 21 12.0" 12.0" SCO" 12.0" 12.0" 12.0" 12.0" 12,0" 12.0" (G-0,42 MIN) 41 12.0" 12.0" 12.0" 12.0" 12.0" 8.0" 1.1/2'MIN.EDGE DISTANCE(3192 psi MIN 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" p� 51 ILO" 12.0•' 12.0" wxa 4EwAil hbs CONCRETE) 41 12.0" 12.0" 12-0" 12.0" 12A" 12.0" ElAnoaA pIGBAtLY 51 12.0" 12.0" 1240" 60 12.0'• 12.0" 12.0° owp,sxAuaDua[x 1/4'ELCO ULTRACON WITH 1-3/8'THREAD 21 12.011 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 10.0" mAtwuw,a�mrm 60 12.0" 12.0" 120" OITpf DDO1MM I/4'ELCO ULTRACON WITH 1.3/4'EMBED 21 12.0" 11011 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0• PBT'AND 3/4'MIN.EDGE DISTANCE 31 ILO" 12.0" 12.0" 12.0" 12.0" 33.0^ ■pT4pAt>mm (G-0.42 MW) 41 ILO" 12.0" 12.0" 1240" 12.0" 8.0" QumvT�ers xo AND 1'MIN.EDGE DISTANCE(2846 ps1 MEN 31 12.0" ILO" 12.0" 12.0•' 12.0" 12.0" [masmluuae aN sxlarl CONCRETE) 41 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 51 12.0" 12.0" 12.0" Ap[AxWdNEpt�s 51 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" W.. 60 12.0" 32.011 12.0 1/4'ELCO PANELMATE(FEMALE,MALE,or 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" ILO" 12.0" sac A ' W 1/4'ELCO PANELMATE(FEMALE,MALE," 21 12.0" 12-0" 1240^ 12.0" 12A" 12.0" 1240" 12.0'• 12.0" PWS)W/ANNE EMBED AND 3/4'MIN. 31 1240" 12.0" 32.0" 12.0" 12.0" 12.0" C N EDGE DISTANCE(G-0.54 NIH.) 41 12.0" 12.0" 12.0" 1240" 32.0" 12.0" .1 O PWS)W/2'BAB®AND 2-1/2'HEN.EDGE 31 12.0" 12.0" 1240" 12.0" 12.0" 12.0" Z O Y DISTANCE(3350 Ds[MIN CONC) 41 12.0" 12.0" 12.0" 12.0" 32.0" 12.0" C * ��� 51 12.0" 12.0" 12.0" lI��sryy�a F m q O Z 51 12.0" 12.0" 1240'• 60 12.0" 12.0" 12.0" E;+i wIJ =LL e O fi l 12.0" 1240" 12.0" 1/4'TrW TAPCON STORM GAURD W/1-3/4' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0 120" f0.0° LLW n y J�CRZr U 3 EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" SLA" 12.0" 11.0" 1111,, 1/4'ITV TAPCON STORM GAUP W/1-314' 23 12.0" 120" 120" 12.0" 12A" 12.0" 12.0" 12.0" 12.0" W O S�, EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12A•' 12.0" (G-0.42 MIN) 41 12.0" ILO" 12.0" 12.0" 32.0^ B.0" Z;nQ �j UQ"gz (3295 Dsi MIN CDN �C 51 ILO" 12.0" 12.0" U 915<011 Q W�m U n 51 120" 12.0" 12.0" 12.0" 12.0" 12.0 60 12.0" 12.0" 12.0" L m o Qp z p,_�L� 1/4-20 PANELMATE INSERT WITH I-5/8' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 32.0" 1240" 11.5" W 60 12.0" ILO" 12.0" EMBED AND 3/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 1/4-20 ALL POINTS SOLID-SET WITH 7/6' 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0^ (G-0.42 MIN.) 41 12.0" 12.0" 12.0" 12.0" 12.0" 9.0" EMBED AND 1-1/4'MIN.EDGE DISTANCE 31 12.0" 12.0" 1240" 12.0" 12.0" 12.0" 3 LL a cl z (3000 psi MIN CO CRETE) gq�o"ry(10A 51 12.0" 12.0" 12.0" N pL xm RETE) 41 12.0" 12.0" 1240" 12.0" 12.0" 10.0" lYpTU11D 60 12.0" 12.0" 12.0" o W p' qac t 51 12.011 12.0" 1240" p 60 12.0" 12.0" ILO" 1/4'WOOD OR LAG SCREW WITH 1.3/8` 21 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" ILO" 9.5" MIN THREAD PEN.AND 3/4'MIN.EDGE 31 12.0" 12.0" 12.0" 12.0" 12.0" 10.5' DISTANCE(G=0.42 MIN.) 41 12.0" 12.0'• 12.0" 12.0" 12.0" 7.5' x �.+.s 51 12-0" 12.0" 12.0" } w 60 12.0" 11.0- Span w EDGE DISTANCES AS NOTED D. � p e LOAD Spare URTO 3'-0"(40.1 5pans UPTa T-0"(64.) Spans To IV-0" 1321ANCHOR NOTES: _ ao LL V d CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE U] to g O(9 O x ANCHOR (� Cl C2 C3 Ci C2 C3 Cl C2 C3 J I a N z_g 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCES CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM 4FC a�1 Iij 1/4•ITW 7APCON WITH i•EMBED AND 2• 21 ILO" 12.0'• 12.0" 12.0" 12.011 11.0•' 12.0" 12.0" 7.0" ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE W n <9 O MIN.EDGE DISTANCE(1900 Psi MIN CMU) 31 12.0" 12.0" 12.0" 12.0" 12.0" 7.5" SHALL APPLY, sj v i.'- R w J q� 41 ILO" 12.0" 12.0" 6.0" 9.5" 5.5' 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL,B 3 as o 2¢3 m Ei-- 51 12.0" 12.0" 9.S' ANCHOR TYPE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND rA$ 60 12.0" ILO" 8.0" SELECT SPAN GREATER THAN OR EQUAL TD SHUTTER SPAN.SELECTCONNEC ION TYPE BASED ON APPROPRIATE 1/4•ELCO ULTRACON WITH3-1/4'EMBED 21 12.0" 12.0" 12.0" 12.0" SCO" 11.0" 12-0" 12.0" 7.0" MOUNTING CONDITION(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE). J AND 1'MIN.EDGE DISTANCE(19 00 psi MIN 31 12.0" 12,0" 12.0" 12.0" 12.0" 7.5' 3. "PANEL FASTENERS'ARE STUDS USED IN CONJUNCTION WITH ALL MOUNTING EXTRUSIONS('F'-TRACK, Qo �1 CMU) p� 41 12.0" 12.0" 12.0•' 6.0" SIS' S.5" STUDDED ANGLE,ETC.)."PANEL FASTENERS"SHALL BE SPACED AT 12.O.C.ALL END PANEL HOLES SHALL HAVE N �y 51 12.0" 12.D" 9S' PANEL FASTENERS,TYP. 60 12.0" 120" B.0" 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. S. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK. O 1/4'ELCO PANELMATE(FEMALE,MALE,or 21 12.0" 12.0" lLir' 12.0" 12.0" 12.0" 12.0" 12.0" 11.0" PLUS)W/1-1/4•EMBED AND 2'MIN.EDGE 31 12.0" SCO" ILO" 12.0" 12.0" ILL" 6. MINIMUM EMBEDMEM SHALL BE AS NOTED IN ANCHOR SCHEDULE. O DISTANCE(2000 psl MIN CMU) 41 12.0" 12.0" 12.0" 12.0" 12.0" 9.0" 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. .L 51 12.0" 12.0" 12.0" WALL FINISHES SHALL BE LIMITED TO 1/4"MAX OR SHALL BE VERIFIED BY OTHERS 7D ADEQUATELY TRANSFER LOADS TO HOST STRUCTURE. 60 ILO" 1240" 12.0" pp C Uh20 ALL POINTS D_SET WITH 7/8' 21 12.0" ILO" 12.0" 1240" 12.0" 11.5" 12.0" 12.0" 7.0•' 8. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY. pppppp8 9. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY. FIELD VERIFYTHAT R 3 EMBED AND 1-I/4•MIN.EDGE WITH 31 12.0" 12.0" 12-0'• 12.0• 12.0" 7.5' FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD IS (1800 ps]MIN CMU) 41 12,0" 12.0" 12.0" 12.0" 12.0" 5.S' ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. p * q3 51 12.0" 9.5" 10. WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,FASTENER SHALL BE LOCATED IN CENTER 8 S 60 12.0" 12.0" 8.0" OF NOMINAL 2-X 4-(MIN,)WOOD STUD()'4q EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD ppg■ SHALL BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. D6 11. REMOVABLE ANCHORS ARE: ELCO PANEMATE,ALL-POIN75 SOLID-SET. 1@7j `dQ 12. MACHINE SCREWS SHALL HAVE 1/2"MINIMUM ENGAGEMENT OF THREADS INTO THE BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O. 13. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. 14.®DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES, 18_6492 i 15. * DIRECT MOUNTING CONDITIONS. 16. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET, elataNrs uNLFsvNOTm ' 17. PROVIDE KEYHOLE WASHER FOR 1/4-20 SIDEWALK BOLTS(OR TRUSS HEAD SCREWS) orb d � f i i •``�1 gENI���'' Jao16149xuDo,P.E. EDGE DISTANCES AS NOTED ��` �'••••••.•••• ANCHOR SPACING (FOR SCHEDULE 2 - NON-HVHZ ONLY): S.. To -D S n U Spar,Up To 12'-0" LOAD 3' �` •�.��Ns 2'CLEAR PANELS CONN TYPE CONN TYPE CONN TYPE 4 Q 1 EDGE DISTANCES AS NOT® 1/�'tTW TAPCON W[TH 1-3/8'THREAD (3� 12 0" Sa" 1Z0" 12x.0" IZ 0" 12.0" -LLl I C2 : pL0 pE004 PEN.AND 3/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0^ 12.0" LOAD N T19E CONN TYPE CONN TYPE (G-0.42 MIN) 45 12.0" 12.0" 12.0^ 12.0' 0 ANCHOR (P-0 C1 C2 Cl C2 Cl C2 50 12.0" 12.0' 12.0" 12.0• �n �A'(Eof ..... 1/4'ITW TAPCON WITH 1-3/4• 35 12.0" 12.0" 12.0" 12.0" 12.0" q� 55 12.0" 12.0' 12.0' 12.0" OA,,*' • EMBED AND I-1/2'MIN.EDGE 40 12.0" 0• 12 ' 12.0" 12.0" d---� 60 12.0" 12.0" 12.0" 12.0" �i' •-....... � DISTANCE(3192 psi MW 45 12.0" 12.0" 12.0" 12.0" 1/4'ELCO ULTRACON WITH 1-3/8'THREAD 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" s' CONCRETEI 50 12.0" 12.0" 12.0" 12.0" PEN.AND 3/4'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" ///!111 11151` rn w�iwtr,1arnrrmN 55 12.0" 12.0^ 120" 12.0" (G-0.42 MIN) 45 12.0" 12.0• 12.0" 12.0" 11narTlmOogtMVR H-� 60 12.0" 12.01' 12.0" 12-W 50 II.O" 12.0" 12.0^ 12.0" YD�ItI!•I"TlEAE 6 R0 I/1'tcLCO ULTRACON WITH I-3/4' 35 12.0" 12.0" 12.0' 12.0" 12.0" 12.0" � 55 12.0" 12.0" 1240" 12.0" usoauTOPeox sHEET1 EMBED AND 1'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 60 12.0" 12.0" 12.0" 12.0" THrs (2846 psi MIN CONCRETE) 45 12.0" 12.0" 12.0" 12.0" 1/4'ELCO PANELHATE(FEMALE,HALF,or 35 12.0" 12.0" 12-0" 12.0" 12.0" 12.0" 9tJlAlYPF!SELL. 50 12.0" 12.0" 12.0" 12.0" PLUS)W/1-7/8'EMBED AND 3/4'MIN. 40 SCO" 12.0" 12.0" 12.0" u) 55 12.0" 12.0" 12.0" 12.0" EDGE DISTANCE(G-0.54 MIN.) 45 12.0" 12.0" ILO" 12.0" o pN 50 12.01' 12.0" 12.0" 12.0" 50 12.0" 12.0" 12.0" 12.0^ Z •�V s W 1/4'ELCO PANELMATE(FEMALE, 2.^ 12.0" 12.0" 12.0" 12.0" 55 12.D" 12.0" 12.0" 12.0" ¢►►°FF�� w I.m1'" _ MALE,or PLUS)W/2'EMBED AND 40 12.01' CO 12.0" 120" O * 60 12.D' 12.0" 12.0" 12.0^ 2-1/2'MIN.EDGE DISTANCE(3350 12.0" 12.0" ILO" O 1/4'ITW TAPOON STORM GAURD W/1-3/4' 35 12.0• 12.0" 12.0^ 12.0" 12.0" 12.0" W w u'!:6 LL CCPIII y U psi MIN CONC) 50 12.0" 12.0" 12.0" 1240" 3' EMBED AND 1-1/4'MIN.EDGE DISTANCE 40 12.0' 12.0" ILO" ILO" W O .S_ p 55 12-0" 12.0" 12.0" 12.0" (G-0.42 MIN) 45 12.0" 12.0" ILO" 12.0' �Zfp¢ t j U'- x i U 60 SCO" 12.0" 12.0" 12.0" 50 12.0" t2.0" 12.0" 1240" y 0<�-3�3Zt 1/4'ITW TAPCON STORM GAURD W/ 35 1LW 12.0" 1201 12.0" 12.0" 12.0" ���® 55 120' SI.O" 12.0" 12.0" p u m G 1-3/4'EMBED AND 1-1/4'MIN.EDGE 40 12.01' 12.0^ 12.0" 12.0" 60 12.0^ 12.0" 12.0" 12 W N 9 DISTANCE(3295 Psl MIN CONCRETE) 45 12.0" 12.0' 12.0" 120" 1/4.20 PANELMATE INSERT WITH 1-5/8' 35 ILO' 12.0" 12.0" 12.0" 12.0" 11.5^ W" 50 12.0" 12.0" 120" 12.0" EMBED AND 3p•MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 3:v uJ> RLeP 55 12.0" 12.0" 12.0" 12.0" (G-OA2 MIN.) 45 SCO' 12.0" 12.0" 12.0" 0 W w 60 ILO' 12.0' 12.0" 12.0" q,,B(l{1R 50 SLD" 12.0" 12.0" 12.0" w '" 1/4-20 ALL POINTS SOLID-SET 35 12.0" 12.0" 12.0" 12.0" 12.0" 12.0" * tl 55 12.0 1I.0" 12.0" 12.0" `�G WITH 7/8'EMBED AND 1-1/4' 40 ILO" 12.0' 12.0" 32.0" 60 32.0° 1240" 32.0" 11S' MIN.EDGE DISTANCE(3000 psl 45 12.0" MO" 12-0" 12.0' 1/4'WOOD OR LAG SCREW WITH 1-318' 35 ILO^ 12.0" 12.0" 12.0" 12.0^ 11S' MIN CONCRETE) 50 12.0" ILO" 12.0" 12.0'• MIN THREAD PEN.AND 314'MIN.EDGE 40 12.0" 12.0" 12.0" 12.0" * q.{�Sfl 55 120" 1240' 12.0" 12.0" DISTANCE(G-0.42 MIN.) 45 12.0" 12.0" 12.0" 12.0" S W �1 60 12.0" 1L0" 12.0" 12.0" SO ILO" 12.01' 12.0^ ss 12.0" 12.0" 12.0" SLo' N N a S 13 60 12.0" 12.0^ 12.0" 11.5" EDGE DISTANCES AS NOTED ANCHOR NOTES: o12. Spam Up To 3.0 an U To 7.0 Spans UO To 12-0 E a m w LOAD CONN TYPE CONN TYPE CONN TYPE 1. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES MAXIMUM ALLOWABLE Z 3 m o 0 ANCHOR ( Cl C2 Cl C2 Cl l3 ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY. g 2. ENTER ANCHOR SCHEDULE BASED ON PANEL FASTENER SPACING,THE EXISTING STRUCTURE MATERIAL,& a 3 1/4'ITW TAPCON WITH 1'EMBED 35 12.0" ILO" 6.0' 11.5" 6.0" 6.0" ANCHOR TYPE.SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND UI ri AND 2'MSN.EDGE DISTANCE(1900 40 12.0^ 12.0" 6.0^ 10.0" 'C2- ONLY Q Q SELECT SPAN GREATER THANDESIGN N EQUAL TO SHUTTER SPAN.THIS SHEET APPLIES SI CONNECTION STYPE HUTTER A AND"C2" 111 Dsi MIN CNU) 45 12.0" 12.0•' 6.0" 9.0" ONLY(SEE MOUNTING DETAILS ON SHEET 3 FOR IDENTIFICATION OF CONNECTION TYPE).-H"HEADER AND'U- 50 12.0" 12.0" 6.0" 8 .0" HEADER OPTIONS ARE NOT APPLICABLE FOR THESE TABLES. q� 55 12.0" 12.0" 6.0" 7.0" 9. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. 60 12.0" 120" 6.0" 6.0" 4. HOLLOW BLOCK HOST STRUCTURE SHALL CONFORM TO ASTM C90 BLOCK t 1/4'ELCO ULTRACON WITH 1-114' 35 12.0" 12.0" ILO" 12.0" 6.0" 7.0" S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE. a '' O EMBED AND 1'MIN.EDGE DISTANCE 40 12.0" 12.0" 12.0" 12.0" 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. °J (1900 psi MIN CMU) 45 SCO" 12.0" 6.0" SO ' WALL FINISHES SHALL BE LIMITED TO 1/4•MAX OR SHALL BE VERIFIED BY OTHERS TO ADEQUATELY TRANSFER LOADS 50 12.0" 12.0" 6.0" 9.5" 'TIT HOST STRUCTURE 0 55 12.D" 12.0" 6.0" 8.5" 7. CONCRETE ANCHORS NOTED HEREIN SHALL BE EMBEDDED TO UN-CRACKED CONCRETE ONLY. �S 60 32.0" 12.0" 6.0" 7.0' S. WHERE EXISTING STRUCTURE IS WOOD FRAMING,DUSTING CONDITIONS MAY VARY.FIELD VERIFY THAT ulp 35 12.0" 12.0" 12.0" ILO• 12.0" 11.0" FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT PLYWOOD. FASTENING TO PLYWOOD ISUL,•EL r IUS)PANW/ATE(FEMAIF, ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. ! MASE,or PLUS)W/DISTAEMBED 40 12.0" 12.0" 12.0" 12.0"AND 2'HIN.EDGE DISTANCE(200045 12.0" 12.0" 12.(" 12.0" 9. WHERE ANCHORS FASTEN TO NARROW FACE OF STIID FRAMING,FASTENER SHALL BE LOCATED IN CENTER OF BO� C psi MIN CMU) 50 12.0" 12.0" 12.0" 12.0" NOMINAL 2'X 4"(MIN.)WOOD STUD(3';EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING).WOOD STUD SHALL ��6g Cog BE G-0.42 OR GREATER DENSITY,U.N.O.LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. yyy®®® 3 y 55 12.D" 12.0•' 12.0" 12.0" 10. REMOVABLE ANCHORS ARE: ELCO PANELMATEMS ,ALL-POI .SDUD-SEr. 12.0" 11.0' 11. MACHINE SCREWS SHALL HAVE 1/2'MINIMUM ENGAGEMENT'OF THREADS INTO THE BASE ANCHOR AND MAY 1/4-20 ALL POINTS SOLD-STT WITH 35 32.0' 12.0" 12.0" 12.0' 6.0" 8.5" HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDEWALK BOLT)U.N.O. 7/8'EMBED AND 1-U4'MIN.EDGE 40 12.0" 120" 12.0" 12.0• 12. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES. "'�°0�O°"mP 0 DISTANCE(1800 psi MIN CHU) 45 12.0' SCO" 12.0" 12.0" 13.im DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. SS.-G4SZ 50 12.0' 1240' 6.0" 11.0' 14.* DIRECT MOUNTING CONDITIONS. * 55 12.0' 12.0 6.0 10.0" 15. LINEAR INTERPOLATION IS NOT PERMITTED FOR USE WITH THE ANCHOR SCHEDULES LISTED ON THIS SHEET. XCIRb1RBi1LED E65NOT 60 12.0" ILO" 6.0 8.5" 16. PROVIDE KEYHOLE WASHER FOR 1/4-2D SIDEWALK BOLTS S